• 한국정보처리학회논문지
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• 제7권2호
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• pp.507-519
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• 2000

본 논문에서는 실시간 스케줄링이 가능하도록 Mach 커널을 재구성하기 위해 확장된 스케줄 가능성 검사를 수행하는 실시간 스케줄러를 구현한다. 첫째, 실시간 운영체제의 요구사항이 따른 구성요소들을 제시하고 기존의 실시간 스케줄링 알고리즘에 대하여 분석한다. 둘째, Mach 커널 재구성을 위하여 Mach 커널의 실행 환경과 스케줄링 부분에 대한 분석을 통해 수정된 자료구조를 제시한다. 셋째, 기존 실시간 스케줄링 정책에서의 스케줄 가능성 검사에서 확장된 스케줄가능성 검사 방법을 제시한다. 넷째, 확장된 스케줄가능성 검사를 거쳐 마감시간이 보장된 쓰레드들을 마감시간 우선 스케줄링 방식과 비율 단조 스케줄링 방식으로 스케줄하는 스케줄러를 구현한다.

• 정보처리학회논문지D
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• 제15D권2호
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• pp.213-222
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• 2008

기존의 뮤직 소프트웨어 설계에서는 실시간 태스킹 모델을 고려하지 않았기 때문에 주요 모듈의 실행 시간에 대한 시간적 제약을 고려하는 시스템의 성능 분석이 어려웠으며, 소프트웨어 구조가 복잡하고 확장성이 부족하였다. 이러한 문제를 종합적으로 해결하기 위하여 RTSA를 사용하여 뮤직 임베디드시스템을 분석하고 분석 사양에 DARTS를 적용하여 컨커런트 태스킹 아키텍처를 설계하였으며, 각 태스크가 갖는 시간적 제약을 만족될 수 있는지를 검증하기 위하여 RMA (Rate Monotonic Analysis)를 사용하여 시스템 성능을 분석하였다. 설계 결과는 임베디드리눅스를 탑재한 인텔 벌버드 (Bulverde) 마이크로프로세서 기반의 Xhyper272 보드에서 구현하였다.

• 제어로봇시스템학회논문지
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• 제11권2호
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• pp.175-185
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• 2005

The scheduling methods of the distributed real-time systems have been proposed. However, they have some weak points. They did not schedule both sporadic and periodic tasks and messages at the same time or did not consider the end-to-end constraints such as precedence relations between sporadic tasks. This means that system scheduling must guarantee the constraints of practical systems and be applicable to them. This paper proposes a new scheduling method that can be applied to more practical model of distributed real-time systems. System model consists of sporadic and periodic tasks with precedence relations and sporadic and periodic messages and has end-to-end constraints. The proposed method is based on a binary search-based period assignment algorithm, an end-to-end laxity-based priority assignment algorithm, and three kinds of schedulability analysis, node, network, and end-to-end schedulability analysis. In addition, this paper describes the application model of sporadic tasks with precedence constraints in a distributed real-time system, shows that existing scheduling methods such as Rate Monotonic scheduling are not proper to be applied to the system having sporadic tasks with precedence constraints, and proposes an end-to-end laxity-based priority assignment algorithm.

• Geomechanics and Engineering
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• 제9권6호
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• pp.729-742
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• 2015

The aim of the present work was the study of instability in a loose sand from Les Dunes beach in Ain Beninan, Algeria, where the Boumerdes earthquake occurred in 2003. This earthquake caused significant structural damages and claimed the lives of many people. Damages caused to infrastructures were strongly related to phenomena of liquefaction. The study was based on the results of two drained and six undrained triaxial tests over a local sand collected in a region where liquefaction occurred. All the tests hereby analyzed followed compression stress-paths in monotonic conditions and the specimens were isotropically consolidated, since the objective was to study the instability due to static loading as part of a more general project, which also included cyclic studies. The instability was modeled with the second-order work increment criterion. The definition of the instability line for Les Dunes sand and its relation with yield surfaces allowed the identification of the region of potential instability and helped in the evaluation of the susceptibility of soils to liquefy under undrained conditions and its modeling. The dilatancy rate was studied in the points where instability began. Some mixed tests were also simulated, starting with drained conditions and then changing to undrained conditions at different time steps.

• Structural Engineering and Mechanics
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• 제72권3호
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• pp.367-382
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• 2019

This paper presents experimental and analytical investigations on additional fixed-end rotations resulting from the strain penetration of high-strength reinforcement in reinforced concrete (RC) beam-column connections under monotonic loading. The experimental part included the test of 18 interior beam-column connections with straight long steel bars and 24 exterior beam-column connections with hooked and headed steel bars. Rebar strains along the anchorage length were recorded at the yielding and ultimate states. Furthermore, a numerical program was developed to study the effect of strain penetration in beam-column connections. The numerical results showed good agreement with the test results. Finally, 87 simulated specimens were designed with various parameters based on the test specimens. The effect of concrete compressive strength ($f_c$), yield strength ($f_y$), diameter ($d_b$), and anchorage length ($l_{ah}$) of the reinforcement in the beam-column connection was examined through a parametric study. The results indicated that additional fixed-end rotations increased with a decrease in $f_c$ and an increase in $f_y$, $d_b$ and $l_{ah}$. Moreover, the growth rate of additional fixed-end rotations at the yielding state was faster than that at the ultimate state when high-strength steel bars were used.

• Advances in concrete construction
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• 제5권5호
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• pp.513-537
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• 2017

In this study, the fracture toughness $K_{IC}$ of high performance concrete (HPC) was investigated by conducting three-point bending tests on a total of 240 notched beams of $500mm{\times}100mm{\times}100mm$ subjected to heating temperatures up to $450^{\circ}C$ with exposure times up to 16 hours and various heating and cooling rates. For a heating rate of $3^{\circ}C/min$, $K_{IC}$ for the hot concrete sustained a monotonic decrease trend with the increasing heating temperature and exposure time, from $1.389MN/m^{1.5}$ at room temperature to $0.942MN/m^{1.5}$ at $450^{\circ}C$ for 4-hour exposure time, $0.906MN/m^{1.5}$ for 8-hour exposure time and $0.866MN/m^{1.5}$ for 16-hour exposure time. For the cold concrete, $K_{IC}$ sustained a two-stage decrease trend, dropping slowly with the heating temperature up to $150^{\circ}C$ and then rapidly down to $0.869MN/m^{1.5}$ at $450^{\circ}C$ for 4-hour exposure time, $0.812MN/m^{1.5}$ for 8-hour exposure time and $0.771MN/m^{1.5}$ for 16-hour exposure time. In general, the $K_{IC}$ values for the hot concrete up to $200^{\circ}C$ were larger than those for the cold concrete, and an inverse trend was observed thereafter. The increase in heating rate slightly decreased $K_{IC}$, and at $450^{\circ}C$ $K_{IC}$ decreased from $0.893MN/m^{1.5}$ for $1^{\circ}C/min$ to $0.839MN/m^{1.5}$ for $10^{\circ}C/min$ for the hot concrete and from $0.792MN/m^{1.5}$ for $1^{\circ}C/min$ to $0.743MN/m^{1.5}$ for $10^{\circ}C/min$ for the cold concrete after an exposure time of 16 hours. The increase in cooling rate also slightly decreased $K_{IC}$, and at $450^{\circ}C$ $K_{IC}$ decreased from $0.771MN/m^{1.5}$ for slow cooling to $0.739MN/m^{1.5}$ for fast cooling after an exposure time of 16 hours. The fracture energy-based fracture toughness $K_{IC}$' was also assessed, and similar decrease trends with the heating temperature and exposure time existed for both hot and cold concretes. The relationships of two fracture toughness parameters with the weight loss and the modulus of rapture were also evaluated.

• 콘크리트학회논문집
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• 제22권2호
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• pp.179-186
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• 2010

철근과 콘크리트의 부착은 콘크리트와 철근의 일체거동에 의한 안전성 확보를 위해서도 필요하지만, 적정수준의 연성을 확보하여, 부재의 거동을 조절하기 위해서도 필요하다. 현재까지 반복하중 하에서의 부착응력-슬립관계에 대한 연구는 진행되어 왔으나, 철근 부식이 이루어진 경우의 반복하중 하에서의 부착응력-슬립관계에 대한 연구는 거의 없는 실정이다. 따라서 이 연구에서는 부식된 철근의 부착 실험을 통하여 단조하중과 반복하중 하에서의 부식률에 따른 부착응력-슬립 관계를 살펴보았다. 실험결과로부터 철근 부식은 할열 균열이 발생하기 전까지는 단조하중에서의 부착강도를 증가시키는 것을 확인하였다. 그리고 반복하중 횟수와 반복하중 하에서의 슬립 및 잔류슬립을 이중로그스케일로 도시한 결과, 철근 부식이 있는 경우에도 철근 부식이 없는 경우와 마찬가지로 선형 관계임을 확인하였다. 그리고 부식에 의한 균열이 발생하지 않는 한, 철근 부식이 반복하중 재하 이후의 부착강도 및 부착강도에서의 슬립 등 부착 특성에 영향을 미치지 않는 것도 알 수 있었다. 마지막으로, 철근 부식으로 인한 균열이후에서의 응력수준에 따른 피로수명은 급격히 감소하는 것을 확인하였다. 이 연구에서 제시하는 철근 부식을 고려한 반복하중 하에서의 부착응력-슬립의 관계는 철근콘크리트 구조물의 내구수명 예측 시 유용하게 사용될 수 있을 것으로 사료된다.

• The Journal of Advanced Prosthodontics
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• 제9권3호
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• pp.152-158
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• 2017

PURPOSE. The purpose of this study was to evaluate the influence of different coping thicknesses and veneer ceramic cooling rates on the failure load of zirconia-ceramic crowns. MATERIALS AND METHODS. Zirconia copings of two different thicknesses (0.5 mm or 1.5 mm; n=20 each) were fabricated from scanning 40 identical abutment models using a dental computer-aided design and computer-aided manufacturing system. Zirconia-ceramic crowns were completed by veneering feldspathic ceramics under different cooling rates (conventional or slow, n=20 each), resulting in 4 different groups (CONV05, SLOW05, CONV15, SLOW15; n=10 per group). Each crown was cemented on the abutment. 300,000 cycles of a 50-N load and thermocycling were applied on the crown, and then, a monotonic load was applied on each crown until failure. The mean failure loads were evaluated with two-way analysis of variance (P=.05). RESULTS. No cohesive or adhesive failure was observed after fatigue loading with thermocycling. Among the 4 groups, SLOW15 group (slow cooling and 1.5 mm chipping thickness) resulted in a significantly greater mean failure load than the other groups (P<.001). Coping fractures were only observed in SLOW15 group. CONCLUSION. The failure load of zirconia-ceramic crowns was significantly influenced by cooling rate as well as coping thickness. Under conventional cooling conditions, the mean failure load was not influenced by the coping thickness; however, under slow cooling conditions, the mean failure load was significantly influenced by the coping thickness.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2009년도 하계학술대회 논문집
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• pp.135-136
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• 2009

The etching characteristics of Zinc Oxide (ZnO) and etch selectivity of ZnO to $SiO_2$ in $BCl_3/Ar/Cl_2$ plasma were investigated. It was found that ZnO etch rate shows a non-monotonic behavior with increasing both Ar fraction in $BCl_3$ plasma, RF power, and gas pressure. The maximum ZnO etch rate of 53 nm/min was obtained for $BCl_3$(16 sccm)/Ar(4 sccm)/$Cl_2$(3 sccm) gas mixture. The chemical state of etched surfaces was investigated with X-ray photoelectron spectroscopy (XPS). From these data, the suggestions on the ZnO etch mechanism were made.

• 방송공학회논문지
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• 제21권3호
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• pp.349-356
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• 2016

본 논문에서는 HEVC 부호화기에서의 주어진 Group of picture(GOP) 구조에 맞추어 양자화 파라미터(Quantization parameter, QP)를 효율적으로 할당하는 방법을 제안한다. HEVC에서는 주어진 GOP 설정에 따라 각 비디오 프레임에 다른 QP값들을 할당할 수 있다. 특히, 낮은 QP값은 중요한 프레임에 할당시키고, 높은 QP값은 덜 중요한 프레임들에 할당하는 QP 변화 전략을 통해 압축률 증가를 꾀할 수 있다. 그러나 지금까지 효율적으로 QP를 할당하는 방법에 대한 정밀한 분석은 철저히 이루어진 바가 없다. HEVC 참조소프트웨어 부호화기에서도 단지 단조로운 QP 할당 방식만을 사용하고 있을 뿐이다. 본 제안기술은 QP할당을 각 GOP마다 적응적으로 하는 방식으로써, 그 기반은 GOP간의 시간적인 동적 활동 특성들을 활용한다는 것에 있다. 실험 결과, 저지연 부호화 환경설정에서 제안기술은 HEVC 테스트 모델(HM)과 비교하여 BD-rate의 관점으로 7.3%의 압축률을 더 이루었으며, 타 QP 할당방식 연구보다도 평균적으로 압축성능이 우월함을 확인하였다.